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SR 05:062
City of Pleasanton
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SR 05:062
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2/24/2005 10:37:42 AM
Creation date
2/24/2005 9:37:35 AM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
3/1/2005
DESTRUCT DATE
15 Y
DOCUMENT NO
SR 05:062
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Planning DqPartment with review by the Director of Public Works. The operator may <br /> proceed wit~ proposed construction within ten (10) calendar days of the Planning <br /> Departrnent'b receipt of written submittal unless otherwise notified by the Planning <br /> Departraent. i The plans should incorporate the following measures: <br /> <br /> (a) The ~roposed landfill shall be constructed against existing ridges such that all <br /> rainfall on areas adjacent to the footprint shall drain away from the landfill. <br /> <br /> (b) Sedimentation basins shall be incorporated into the project design in places where <br /> peakidischarges would increase substantially. <br /> <br /> (c) Drair~age facilities shall be constructed to accommodate the 1,000 year, 24- hour <br /> stom~, or current design storm as required by state or federal law. <br /> <br />47. In the event[ that springs or heavy seeps are encountered during site excavation for the <br /> landfill, additional subgrade drainage measures shall be taken to ensure that there is no <br /> seepage into the landfill and that groundwater/waste separation is maintained. Such <br /> measures m~ay include additional geotextile drains, the extension of gravel chimney <br /> drains up thb slope fi-om the gravel drain on the floor of the landfill, and hydroaugers. <br /> Other measures also may be recommended by the project engineering geologist in <br /> response to the local hydrogeological conditions. <br /> <br />48. The operatoi shall design the final grading and drainage of the Proposed Class II Landfill <br /> Expansion t~ minimize cover erosion. Design features shall include deck area slopes to <br /> promote sh~t drainage, a series of drainage benches, inlets, and down drains, debris/ <br /> retention basins, and outlet structures. <br /> <br />PUBLIC HEALTH ~ SAFETY <br /> <br />49. The operator shall continue the application of the existing WMAC/ALRRF Special <br /> Waste Progrhm (a process of identifying and characterizing each customer waste stream) <br /> to new designated wastes to be received by ALRRF. Designated wastes shall be accepted <br /> only from l~re-approved generators. To be pre-approved, a generator shall submit <br /> information ~at may include analytical data to the operator demonstrating that its waste <br /> stream is n m-ba?ardous prior to sending any waste to the landfill. Wastes with <br /> ambiguous e aalytical data (indicating that it could be hazardous) shall not be accepted by <br /> the operator for disposal at the landfill until the waste is proven to be non-hazardous by <br /> supplement* testing. This measure would allow the landfill to employ inexpensive <br /> screening te ;ts that could flag wastes that are potentially ba?ardous without rejecting <br /> them outrigl t, while allowing definitely nonhazardous wastes to pass. Waste proven to <br /> be hazardor either by the screening tests or by supplemental tests shall be taken <br /> elsewhere. <br /> <br />50. In accordan~:e with State codes, any truck which disposes of municipal solid waste <br /> (MSW) at the ALRRF may be inspected and approved or rejected by the LEA. In <br /> <br /> 17-B <br /> Final Altamont Set~ement - Exhibit B <br /> <br /> <br />
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